US6899832B2 - Installation of flexible lining with flexible collar for lining lateral pipelines - Google Patents

Installation of flexible lining with flexible collar for lining lateral pipelines Download PDF

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US6899832B2
US6899832B2 US10/040,528 US4052802A US6899832B2 US 6899832 B2 US6899832 B2 US 6899832B2 US 4052802 A US4052802 A US 4052802A US 6899832 B2 US6899832 B2 US 6899832B2
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lateral
lining
pipe
collar
main pipe
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US20030168161A1 (en
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Eric Wood
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INA Acquisition Corp
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Insituform Netherlands BV
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Priority claimed from GB909009073A external-priority patent/GB9009073D0/en
Application filed by Insituform Netherlands BV filed Critical Insituform Netherlands BV
Priority to US10/040,528 priority Critical patent/US6899832B2/en
Publication of US20030168161A1 publication Critical patent/US20030168161A1/en
Priority to US11/135,792 priority patent/US20050211372A1/en
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/165Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section
    • F16L55/1651Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section the flexible liner being everted
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/179Devices for covering leaks in pipes or hoses, e.g. hose-menders specially adapted for bends, branch units, branching pipes or the like
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/26Pigs or moles, i.e. devices movable in a pipe or conduit with or without self-contained propulsion means
    • F16L55/265Pigs or moles, i.e. devices movable in a pipe or conduit with or without self-contained propulsion means specially adapted for work at or near a junction between a main and a lateral pipe
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/26Lining or sheathing of internal surfaces
    • B29C63/34Lining or sheathing of internal surfaces using tubular layers or sheathings
    • B29C63/36Lining or sheathing of internal surfaces using tubular layers or sheathings being turned inside out
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/13Hollow or container type article [e.g., tube, vase, etc.]
    • Y10T428/1352Polymer or resin containing [i.e., natural or synthetic]
    • Y10T428/139Open-ended, self-supporting conduit, cylinder, or tube-type article
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/13Hollow or container type article [e.g., tube, vase, etc.]
    • Y10T428/1352Polymer or resin containing [i.e., natural or synthetic]
    • Y10T428/139Open-ended, self-supporting conduit, cylinder, or tube-type article
    • Y10T428/1393Multilayer [continuous layer]

Definitions

  • This invention relates to the lining of pipelines or passageways, using flexible tubular materials which are impregnated with curable synthetic resin and which, when placed in position lining the pipeline or passageway are held by fluid pressure against the pipeline or passageway surface until the resin cures to a hard condition leaving a hard lining pipe lying on the pipeline or passageway surface.
  • the present invention is concerned with lining pipelines which are called “laterals” insofar as they enter sidewise a main pipeline or passageway, such as a main sewer.
  • main line there may be a plurality of laterals entering the main line, and it frequently arises that the laterals have to be lined by means of a resin impregnated tube.
  • Using existing methods for lining laterals it is not possible to perform any lining operation of a second or subsequent lateral whilst the lining in one lateral is being cured. As the cure time may take up to 5 or 6 hours, if a section of main line having say 5 laterals to be lined is involved, the minimum total time to line all laterals will be in the order of 25 to 30 hours.
  • these lining operations are required to be carried out during the night for purposes of convenience, it is often the case that the completion of the work has to take place over several evenings and therefore the work crew must depart the site and return at a later date to complete the work.
  • the present invention is concerned with providing an arrangement wherein the completion of a plurality of lateral lining operations may be effected in a much shorter period.
  • a plurality of laterals meeting a common main line are lined by inserting resin impregnated linings into said laterals and to hold same in position by fluid pressure whilst curing of the resin takes place, and after insertion of each lining, a seal arrangement at the location where the lateral meets the main line enables the second and subsequent laterals to be lined whilst the first or previosuly inserted lining is held in position and is being cured.
  • the seal arrangement may comprise a flexible bag which is pressurised with the medium which urges the lining against the lateral surface so as to prevent escape of the pressurising medium, but such bag allowing pressure fluid supplying pipes to pass to the inside or outside of the bag and to other lateral connections downstream of the bag in the main pipe whereby such other laterals may be lined by the eversion there into of a resin impregnated lining tube, the holding of the lining tube to the lateral surface being affected by fluid pressure, and a sealing bag retaining the lining in position and forming a seal between the lateral and the main line.
  • the linings for the laterals can be inserted sequentially, and held in installed position under pressure, and cured simultaneously.
  • a plurality of laterals can be lined and cured in a total time equal to the time it takes to line one lateral multiplied by the number of laterals plus the curing time for one of the lateral linings which total time in the case of 5 laterals may be in the order of 8 hours, which is a considerable reduction from the 25-30 hours which are required for the lining of 5 laterals by the conventional method.
  • the lateral lining on any particular contract may be capable of being completed in one evening as opposed to being completed in stages over two or three evenings.
  • FIG. 1 is a diagrammatic side elevation showing the method by which a lateral is lined in accordance with the method of the invention
  • FIG. 2 is a sectional elevation taken on the line II—II;
  • FIG. 3 is an enlarged sectional view of the detail ringed III in FIG. 1 ;
  • FIG. 4 is an enlarged sectional view of the detail ringed IV in FIG. 1 ;
  • FIG. 5 is a sectional side view of an alternative form of apparatus for carrying out the method of the invention.
  • FIG. 6 is an end view of the arrangement shown in FIG. 5 ;
  • FIG. 7 is a perspective view of the lining tube used in the method of FIGS. 5 and 6 .
  • FIG. 1 a main line 10 is intersected by a lateral 12 which is to be lined in accordance with a first method of the invention.
  • a resin impregnated flexible lining tube 14 has a beaded end 16 which is reinforced, and forms a ring which seats against the opening of the lateral 12 .
  • the tube 14 is loaded inside a carrier tube 18 .
  • Carrier tube 18 has one end 20 anchored to an elbow pipe 22 , and to the other end of the elbow 22 is connected a containment tube 24 .
  • a disc 26 seals the other end of the containment tube, but extending through the disc is a pressure hose 28 and a bleed hose 30 .
  • the pressure hose 28 and bleed hose 30 can slide through the disc 26 as insertion of the lining tube 14 takes place as will be explained.
  • the tail end of the carrier tube 18 is closed around the bleed hose 30 , and the pressure hose 28 is connected to the closed end of the carrier tube 18 .
  • the end of the lining tube 14 stops short of the end of the carrier tube so that the lining tube can be left in position lining the lateral 12 .
  • the method of insertion comprises the introduction of pressurising fluid, water or gas, through the pressure hose 28 into the space between the containment tube 24 and the carrier tube 18 with the result that the carrier tube 18 and the lining tube 14 are everted as shown at 32 in FIG. 1 into the lateral 12 , the lining tube 14 being presented to the lateral surface.
  • the assembly of tubes 14 and 18 therefore everts into the lateral 12 and the pressure hose 28 and the bleed hose 30 are pulled through the containment tube, through the elbow 22 and up to the top end of the lateral.
  • the portion 30 A of the bleed hose projects out of the end of the eversion face so that if any water collects above the lining, it can bleed through end 30 A, which is provided with apertures 34 for this purpose, out of the tube 30 and back to drain so that there will be no undesirable collection of liquid in the lateral whilst lining is taking place.
  • the pressure fluid which is supplied by the hose 28 leaks through an aperture 36 in the elbow 22 and pressurises a bag or bladder 38 surrounding the elbow as shown.
  • the bladder is therefore inflated so as to seal against the main line 10 and to seal the end 16 of the lining.
  • the aperture is provided with or acts as a pressure reduction means so that whilst the everting pressure may be of the order of 20 p.s.i., the pressure in the bag or bladder 38 is much lower e.g. in the order of 5 p.s.i.
  • the bladder 38 remains pressurised as long as the pressure is maintained inside the everted lining and carrier tube.
  • a towing assembly 40 which is used for positioning the elbow 22 by being connected thereto through a link 42 fast with elbow 22 , is released from that link insofar as, as shown in FIG. 3 , the link 42 has a socket 44 in which engages a centralising pin 46 .
  • the wall of the socket 44 has aligned apertures 48 , 50 in which pegs 52 and 54 engage, these pegs being carried by pivotable jaws 56 and 58 .
  • the jaws 56 and 58 are connected to the clamping device 60 having swingable arms 62 and 64 on the ends of which are provided guide rollers 66 and 68 .
  • the rollers 66 which are held inwardly by spring action are caused to pivot to the position shown in FIG. 1 which has the effect of moving the jaws 56 and 58 apart to remove the pegs 52 and 54 from the apertures 48 and 50 and the positioning device 40 and the device 60 with the rollers and jaws can be detached from the bladder and the connecting tube 42 so that it can be pulled along the line 10 away from the inflated bladder.
  • a series of additional pressure pipes and corresponding bleed pipes 70 , 72 extend to the outside of the bladder 38 and are removably attached to the positioning device 40 .
  • Device 40 is moved to the other end of the main line 10 and a second assembly comprising elbow 22 , bladder 38 , containment tube 24 , sealing disc 26 and the carrier tube and lining 18 and 14 with bladder 38 is connected to the positioning device (and one of the additional pressure/bleed pipe pair) which is again moved back into the main line 10 until the next lateral to be lined is reached when the device is placed in register therewith so that by appropriate pressurising of the assembly as described in relation to FIG. 1 , the lining tube can be inserted into position in the lateral.
  • the procedure is again repeated so that all five laterals can have lining tubes placed therein and the lining tubes can be cured simultaneously.
  • each of the bladders 38 When curing has been completed, it is simply a matter of releasing the pressure in each of the bladders 38 which will then collapse, and each can be removed from the main line 10 by pulling on the pressure hose 28 , 70 or 72 as the case may be. The retraction of such hose retracts the carrier tube 18 from inside the lateral, leaving the rigid lining tube 14 in position.
  • the bladder is in the form of diametrically opposite inflatable pillows 80 , 82 which are carried on inner diametrically opposite plates, 84 , 86 connected to the elbow 22 by being bolted thereto by bolts 88 .
  • Plate 86 is carried by the elbow 22 on a radial leg 90 which is adjustable in length so that the arrangement can be adjusted to suit pipes of different diameters.
  • Pillow 80 has a hole, 92 therein through which the elbow pipe 22 passes the pipe 94 which extends from the elbow 22 forms passage for the everting medium and also carries the coupling 42 .
  • Pipes 96 , 98 connect the interior of the pipe 94 and the pillows 80 , 82 .
  • the aperture 36 is also shown in FIG. 5 . The operation of the arrangement of FIGS.
  • the lining 14 and the carrier tube 18 are inverted by pressurising the interior of elbow 22 and at the same time by passage of the pressurising medium through hole 36 , pipe 94 , and pipes 96 , 98 inflation of the pillows 80 , 82 to seal the lateral aperture whilst eversion takes place.
  • the additional pressure/bleed pipes 70 , 72 can pass between the pillows easily as shown in FIG. 6 in dotted lines. Whilst pillow 80 seals the lateral, pillow 82 forms a reaction means.
  • the lining tube 14 in the FIG. 7 arrangement as shown has a collar, 100 which is preferably a sealed envelope containing a resin absorbent material which is impregnated with curable synthetic resin similar to the tube itself. As the lining tube 14 cures so the collar will also cure and the collar remains in place around the lateral aperture.
  • the present invention provides a system whereby a plurality of lateral linings may be cured simultaneously thereby reducing the overall cure time in a contract where a number of laterals have to be lined.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

A method for installation of a flexible resin impregnable liner for lining a lateral pipe which leads into a main pipe having at one end a flexible collar for installation at the location where the lateral liner meets the main, wherein after installation the collar extends along the interior of the main seating against the opening of the lateral. The flexible liner is installed by inserting the liner into the lateral pipe and using fluid under pressure to expand the lining against the lateral wall to form seals with the collar at the lateral/main pipe junction.

Description

This is a continuation of application Ser. No. 08/941,605, filed Sep. 30, 1997 now U.S. Pat. No. 6,337,114 for INSTALLATION OF FLEXIBLE LINING WITH FLEXIBLE COLLAR FOR LINING LATERAL PIPELINES (as amended) which is a divisional of application Ser. No. 08/599,045 filed Feb. 9, 1996 for APPARATUS FOR INSTALLATION OF LINING WITH SEALING COLLAR (as amended), now U.S. Pat. No. 5,975,878 issued on Nov. 2, 1999 which is a divisional of Ser. No. 08/394,622, filed Feb. 27, 1995 for INSTALLATION OF LATERAL LININGS WITH SEALING COLLAR FROM THE MAIN PIPELINE OUT (as amended), now U.S. Pat. No. 5,624,629 issued on Apr. 29, 1997, which is a continuation of Ser. No. 07/934,678, filed Sep. 10, 1992 for LINING OF PIPELINES OR WAYS now U.S. Pat. No. 5,393,481 issued on Feb. 28, 1995 which is a 371 of PCT/GB91/00628 filed Apr. 22, 1991.
BACKGROUND OF THE INVENTION
This invention relates to the lining of pipelines or passageways, using flexible tubular materials which are impregnated with curable synthetic resin and which, when placed in position lining the pipeline or passageway are held by fluid pressure against the pipeline or passageway surface until the resin cures to a hard condition leaving a hard lining pipe lying on the pipeline or passageway surface.
The most widely practised method using such resin impregnated linings is disclosed in British Patent No. 1449455 from which it will be seen that the impregnated lining is applied to the pipeline or passageway surface by eversion of same into the pipeline or passageway, using fluid pressure.
The present invention is concerned with lining pipelines which are called “laterals” insofar as they enter sidewise a main pipeline or passageway, such as a main sewer. Of any particular main line, there may be a plurality of laterals entering the main line, and it frequently arises that the laterals have to be lined by means of a resin impregnated tube. Using existing methods for lining laterals, it is not possible to perform any lining operation of a second or subsequent lateral whilst the lining in one lateral is being cured. As the cure time may take up to 5 or 6 hours, if a section of main line having say 5 laterals to be lined is involved, the minimum total time to line all laterals will be in the order of 25 to 30 hours. As these lining operations are required to be carried out during the night for purposes of convenience, it is often the case that the completion of the work has to take place over several evenings and therefore the work crew must depart the site and return at a later date to complete the work.
The present invention is concerned with providing an arrangement wherein the completion of a plurality of lateral lining operations may be effected in a much shorter period.
SUMMARY OF THE INVENTION
In accordance with the present invention, a plurality of laterals meeting a common main line are lined by inserting resin impregnated linings into said laterals and to hold same in position by fluid pressure whilst curing of the resin takes place, and after insertion of each lining, a seal arrangement at the location where the lateral meets the main line enables the second and subsequent laterals to be lined whilst the first or previosuly inserted lining is held in position and is being cured.
The seal arrangement may comprise a flexible bag which is pressurised with the medium which urges the lining against the lateral surface so as to prevent escape of the pressurising medium, but such bag allowing pressure fluid supplying pipes to pass to the inside or outside of the bag and to other lateral connections downstream of the bag in the main pipe whereby such other laterals may be lined by the eversion there into of a resin impregnated lining tube, the holding of the lining tube to the lateral surface being affected by fluid pressure, and a sealing bag retaining the lining in position and forming a seal between the lateral and the main line.
It will be seen that by using the method, the linings for the laterals can be inserted sequentially, and held in installed position under pressure, and cured simultaneously. A plurality of laterals can be lined and cured in a total time equal to the time it takes to line one lateral multiplied by the number of laterals plus the curing time for one of the lateral linings which total time in the case of 5 laterals may be in the order of 8 hours, which is a considerable reduction from the 25-30 hours which are required for the lining of 5 laterals by the conventional method. For example therefore the lateral lining on any particular contract may be capable of being completed in one evening as opposed to being completed in stages over two or three evenings.
BRIEF DESCRIPTION OF THE DRAWINGS
Embodiments of the invention will now be described, by way of example, with reference to the accompanying diagrammatic drawings, wherein:
FIG. 1 is a diagrammatic side elevation showing the method by which a lateral is lined in accordance with the method of the invention;
FIG. 2 is a sectional elevation taken on the line II—II;
FIG. 3 is an enlarged sectional view of the detail ringed III in FIG. 1;
FIG. 4 is an enlarged sectional view of the detail ringed IV in FIG. 1;
FIG. 5 is a sectional side view of an alternative form of apparatus for carrying out the method of the invention.
FIG. 6 is an end view of the arrangement shown in FIG. 5; and
FIG. 7 is a perspective view of the lining tube used in the method of FIGS. 5 and 6.
DESCRIPTION OF THE PREFERRED EMBODIMENT
Referring to the drawings, in FIG. 1 a main line 10 is intersected by a lateral 12 which is to be lined in accordance with a first method of the invention.
For the lining operation, a resin impregnated flexible lining tube 14 has a beaded end 16 which is reinforced, and forms a ring which seats against the opening of the lateral 12. The tube 14 is loaded inside a carrier tube 18. Carrier tube 18 has one end 20 anchored to an elbow pipe 22, and to the other end of the elbow 22 is connected a containment tube 24. A disc 26 seals the other end of the containment tube, but extending through the disc is a pressure hose 28 and a bleed hose 30.
The pressure hose 28 and bleed hose 30 can slide through the disc 26 as insertion of the lining tube 14 takes place as will be explained.
If reference is made now to FIG. 4, as shown, the tail end of the carrier tube 18 is closed around the bleed hose 30, and the pressure hose 28 is connected to the closed end of the carrier tube 18. The end of the lining tube 14 stops short of the end of the carrier tube so that the lining tube can be left in position lining the lateral 12.
The method of insertion comprises the introduction of pressurising fluid, water or gas, through the pressure hose 28 into the space between the containment tube 24 and the carrier tube 18 with the result that the carrier tube 18 and the lining tube 14 are everted as shown at 32 in FIG. 1 into the lateral 12, the lining tube 14 being presented to the lateral surface. The assembly of tubes 14 and 18 therefore everts into the lateral 12 and the pressure hose 28 and the bleed hose 30 are pulled through the containment tube, through the elbow 22 and up to the top end of the lateral. The portion 30A of the bleed hose projects out of the end of the eversion face so that if any water collects above the lining, it can bleed through end 30A, which is provided with apertures 34 for this purpose, out of the tube 30 and back to drain so that there will be no undesirable collection of liquid in the lateral whilst lining is taking place.
The pressure fluid which is supplied by the hose 28 leaks through an aperture 36 in the elbow 22 and pressurises a bag or bladder 38 surrounding the elbow as shown. The bladder is therefore inflated so as to seal against the main line 10 and to seal the end 16 of the lining. The aperture is provided with or acts as a pressure reduction means so that whilst the everting pressure may be of the order of 20 p.s.i., the pressure in the bag or bladder 38 is much lower e.g. in the order of 5 p.s.i. The bladder 38 remains pressurised as long as the pressure is maintained inside the everted lining and carrier tube. As soon as this position has been reached, a towing assembly 40 which is used for positioning the elbow 22 by being connected thereto through a link 42 fast with elbow 22, is released from that link insofar as, as shown in FIG. 3, the link 42 has a socket 44 in which engages a centralising pin 46. The wall of the socket 44 has aligned apertures 48, 50 in which pegs 52 and 54 engage, these pegs being carried by pivotable jaws 56 and 58. The jaws 56 and 58 are connected to the clamping device 60 having swingable arms 62 and 64 on the ends of which are provided guide rollers 66 and 68. As the bladder 38 inflates, the rollers 66 which are held inwardly by spring action are caused to pivot to the position shown in FIG. 1 which has the effect of moving the jaws 56 and 58 apart to remove the pegs 52 and 54 from the apertures 48 and 50 and the positioning device 40 and the device 60 with the rollers and jaws can be detached from the bladder and the connecting tube 42 so that it can be pulled along the line 10 away from the inflated bladder.
A series of additional pressure pipes and corresponding bleed pipes 70, 72 (four in all) extend to the outside of the bladder 38 and are removably attached to the positioning device 40. Device 40 is moved to the other end of the main line 10 and a second assembly comprising elbow 22, bladder 38, containment tube 24, sealing disc 26 and the carrier tube and lining 18 and 14 with bladder 38 is connected to the positioning device (and one of the additional pressure/bleed pipe pair) which is again moved back into the main line 10 until the next lateral to be lined is reached when the device is placed in register therewith so that by appropriate pressurising of the assembly as described in relation to FIG. 1, the lining tube can be inserted into position in the lateral. When this process has been completed, the procedure is again repeated so that all five laterals can have lining tubes placed therein and the lining tubes can be cured simultaneously.
To effect the curing, it may be necessary to circulate hot water, steam or hot air through the pressurising hoses 28, 70 and 72 if the resin is of the heat cure type.
When curing has been completed, it is simply a matter of releasing the pressure in each of the bladders 38 which will then collapse, and each can be removed from the main line 10 by pulling on the pressure hose 28, 70 or 72 as the case may be. The retraction of such hose retracts the carrier tube 18 from inside the lateral, leaving the rigid lining tube 14 in position.
In the alternative arrangement shown in FIGS. 5, 6 and 7, the method of operation is the same as that described in relation to FIGS. 1-4, and only the structure of the bladder is varied in order to make it easier for the additonal pressure/bleed pipes to pass the bladder assembly whilst it is inflated.
Thus, the bladder is in the form of diametrically opposite inflatable pillows 80, 82 which are carried on inner diametrically opposite plates, 84, 86 connected to the elbow 22 by being bolted thereto by bolts 88. Plate 86 is carried by the elbow 22 on a radial leg 90 which is adjustable in length so that the arrangement can be adjusted to suit pipes of different diameters. Pillow 80 has a hole, 92 therein through which the elbow pipe 22 passes the pipe 94 which extends from the elbow 22 forms passage for the everting medium and also carries the coupling 42. Pipes 96, 98 connect the interior of the pipe 94 and the pillows 80, 82. The aperture 36 is also shown in FIG. 5. The operation of the arrangement of FIGS. 5, 6 and 7 will be understood from the previous description of the embodiment of FIGS. 1-4. The lining 14 and the carrier tube 18 are inverted by pressurising the interior of elbow 22 and at the same time by passage of the pressurising medium through hole 36, pipe 94, and pipes 96, 98 inflation of the pillows 80, 82 to seal the lateral aperture whilst eversion takes place. The additional pressure/ bleed pipes 70, 72 can pass between the pillows easily as shown in FIG. 6 in dotted lines. Whilst pillow 80 seals the lateral, pillow 82 forms a reaction means.
The lining tube 14 in the FIG. 7 arrangement as shown has a collar, 100 which is preferably a sealed envelope containing a resin absorbent material which is impregnated with curable synthetic resin similar to the tube itself. As the lining tube 14 cures so the collar will also cure and the collar remains in place around the lateral aperture.
The present invention provides a system whereby a plurality of lateral linings may be cured simultaneously thereby reducing the overall cure time in a contract where a number of laterals have to be lined.

Claims (16)

1. A method of lining a lateral pipe leading into a main pipe from the main pipe out, comprising
providing a resin impregnated lateral lining tube of finite length and open ended having at one end a collar of resin impregnated material with a central opening, the collar at the end of the lateral adapted to extend into the main pipe and contact the interior surface of the main pipe at the location where the lateral meets the main pipe with the opposite end of the lateral lining extending into the lateral,
positioning the collar in the main pipe at the entrance to the lateral with the opening in the collar aligned with the lateral;
inserting the lateral lining into the lateral pipe using a fluid medium under pressure to evert the liner through the opening in the collar,
applying pressure to the lateral lining tube, and
applying fluid pressure to the collar on the surface of the main pipe to cure the collar against the main pipe and form a seal at the location where the lateral meets the main pipe as curing of the resin takes place.
2. The method according to claim 1, wherein the seal is formed by an inflatable means, said means being inflated by the fluid medium used for inserting the lateral lining, but at a lower pressure.
3. The method according to claim 1, wherein the fluid medium is supplied to insert the lateral lining, by means of a pressure pipe, and at least one additional pressure pipe extends past the seal arrangement so that pressure fluid can be applied to another lateral lining remote from the first mentioned lateral whilst curing of the first mentioned lateral lining is taking place.
4. The method according to claim 2, wherein the inflatable means comprises a bag or bladder which is inflated against the main pipe surface.
5. The method according to claim 4, wherein the bag or bladder is in the form of a pair of spaced diametrically opposed inflatable pillows.
6. A method of lining a lateral pipe leading into a main pipe, comprising
providing a resin impregnated lateral lining tube of finite length and open ended and having at one end a collar of resin impregnated material with a central opening, the collar at the end of the lateral adapted to extend into the main pipe and contact the interior surface of the main pipe at the location where the lateral meets the main pipe with the opposite end of the lateral lining extending into the lateral,
inserting the lateral lining into the lateral pipe and using a fluid medium under pressure expanding the lateral lining against the lateral wall,
applying pressure to the lateral lining tube, and
applying fluid pressure to the collar on the surface of the main pipe to cure the collar against the main pipe and form a seal at the location where the lateral meets the main pipe as curing of the resin takes place.
7. The method according to claim 6, including applying pressure to the collar by an inflatable means which is a bag or bladder.
8. The method according to claim 7, including pressing the collar against the main pipe by an inflatable means connected to an elbow pipe and inverting the lateral lining through the elbow pipe into the lateral.
9. A method to claim 6, wherein the seal is formed by use of an elbow pipe to position the lateral lining at the entrance to the lateral and through which the lateral lining is everted to be inserted into the lateral.
10. The method according to claim 6, wherein the seal is formed by an inflatable means, said means being inflated by the fluid medium used for inserting the lateral lining, but at a lower pressure.
11. The method according to claim 6, wherein the fluid medium is supplied to insert the lateral lining, by means of a pressure pipe, and at least one additional pressure pipe extends past the seal arrangement so that pressure fluid can be applied to another lateral lining remote from the first mentioned lateral whilst curing of the first mentioned lateral lining is taking place.
12. The method according to claim 10, wherein the inflatable means comprises a bag or bladder which is inflated against the main pipe surface.
13. The method according to claim 12, wherein the bag or bladder is in the form of a pair of spaced diametrically opposed inflatable pillows.
14. The method according to claim 1, including applying pressure to the collar by an inflatable means which is a bag or bladder.
15. The method according to claim 14, including pressing the collar against the main pipe by an inflatable means connected to an elbow pipe and inverting the lateral lining through the elbow pipe into the lateral.
16. A method according to claim 1, wherein the seal is formed by use of an elbow pipe to position the lateral lining at the entrance to the lateral and through which the lateral lining is everted to be inserted into the lateral.
US10/040,528 1990-04-23 2002-01-07 Installation of flexible lining with flexible collar for lining lateral pipelines Expired - Fee Related US6899832B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US10/040,528 US6899832B2 (en) 1990-04-23 2002-01-07 Installation of flexible lining with flexible collar for lining lateral pipelines
US11/135,792 US20050211372A1 (en) 1990-04-23 2005-05-24 Installation of flexible lining with flexible collar for lining lateral pipelines

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
GB909009073A GB9009073D0 (en) 1990-04-23 1990-04-23 Improvements relating to the lining of pipelines or passageways
GB9009073.9 1990-04-23
PCT/GB1991/000628 WO1991016568A1 (en) 1990-04-23 1991-04-22 Improvements relating to the lining of pipelines or passageways
US07/934,678 US5393481A (en) 1990-04-23 1991-04-22 Lining of pipelines or passageways
US08/394,622 US5624629A (en) 1990-04-23 1995-02-27 Installation of lateral linings with sealing collar from the main pipeline out
US08/599,045 US5975878A (en) 1990-04-23 1996-02-09 Apparatus for installation of lining with sealing collar
US08/941,605 US6337114B1 (en) 1992-09-10 1997-09-30 Flexible lining with flexible collar for lining lateral pipelines
US10/040,528 US6899832B2 (en) 1990-04-23 2002-01-07 Installation of flexible lining with flexible collar for lining lateral pipelines

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US08/941,605 Continuation US6337114B1 (en) 1990-04-23 1997-09-30 Flexible lining with flexible collar for lining lateral pipelines

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US11/135,792 Continuation US20050211372A1 (en) 1990-04-23 2005-05-24 Installation of flexible lining with flexible collar for lining lateral pipelines

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US11/135,792 Abandoned US20050211372A1 (en) 1990-04-23 2005-05-24 Installation of flexible lining with flexible collar for lining lateral pipelines

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US9423064B2 (en) 2013-04-18 2016-08-23 Lmk Technologies, Llc Method and apparatus for repairing main and lateral pipes
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US20050211372A1 (en) 2005-09-29
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Free format text: TERMINATION AND RELEASE OF SECURITY INTEREST IN PATENTS;ASSIGNOR:BANK OF AMERICA, N.A., AS ADMINISTRATIVE AGENT;REEL/FRAME:056282/0073

Effective date: 20210517